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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | ₹4.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.4 LRejected-Finance MELARCODE PALAKKAD | PALAKKAD | KERALA | 672122 | ₹4.4 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | C.K.BABU L2 | NIKHIL. C .K L1 |
|---|---|---|---|---|---|
| 1.00Restoration | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 106.08 | cum | 458.85 ₹48,674.81 | 441.2 ₹46,802.50 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 53.04 | cum | 3,471.4 ₹1.8 L | 3,337.88 ₹1.8 L |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 53.04 | cum | 3,900.67 ₹2.1 L | 3,750.64 ₹2.0 L |
Tender Value
₹4.2 L
EMD Value
₹10,570
Closing Date
26 Feb 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID and EW Section Office Erimayur Grama Panchayath
Karippankadu Road Restoration and Tarring in ErimayurGrama Panchayath 320
2026_LSGD_838196_1
8/AE/LSGD/EMR/e-TENDER-7/25-26 dtd 18/02/2026
Open Tender
Civil Works - Roads
300 days
Erimayur Grama Panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,570
Yes
21 May 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
Restoration
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
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